摘要
结合惠州炼化项目二期工程地质条件,试验研究了高能级强夯的可行性,并阐述了强夯设计方法,对夯后地基土进行了检测评价,指出高能级强夯法加固处理填海场地地基效果显著、技术可行、经济合理。
Combining with the geological conditions for the second phase project of Huizhou Refining and Chemical Program,the paper tests the feasibility of the high-energy dynamic compaction,illustrates its dynamic compaction design methods,undertakes the monitoring and evaluation of the foundation soil after the compaction,and points out the method can consolidate the foundation at the reclamation sites with obvious effect,feasible technique,and reasonable money-saving.
出处
《山西建筑》
2017年第9期62-64,共3页
Shanxi Architecture
关键词
高能级强夯
填海地基
加固深度
质量检验
high-energy dynamic compaction
reclamation foundation
consolidation depth
quality inspection